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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.3 LAccepted-AOC | ₹36.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹40.6 L+₹4.3 L (11.9%)Rejected-Finance | ₹40.6 L+₹4.3 L (11.9%) | L2 | Rejected-Finance L2 |
| 3 | L3₹41.8 L+₹5.5 L (15.1%)Rejected-Finance KARIMPANAKKAL HOUSE P O PIACHIKKARA 671534 KASARAGOD DT KERALA STATE | PIACHIKKARA | KASARAGOD | KERALA | 671534 | ₹41.8 L+₹5.5 L (15.1%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | MUKESH VARKEY L3 | ROY JOSE L1 | MAVUNGAL MUHAMMED L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD RETARRING inbetween ch 1/900 -4/700 | ||||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 1,773.06 | sqm | 386.34 ₹6,85,004 | 345 ₹6,11,705.7 Lowest | 375.76 ₹6,66,245.03 |
| 1.00 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 11,847 | sqm | 13.95 ₹1,65,265.65 | 12.2 ₹1,44,533.4 Lowest | 13.56 ₹1,60,645.32 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | 11,847 | sqm | 278.59 ₹33,00,455.73 | 240.7 ₹28,51,572.9 Lowest | 270.96 ₹32,10,063.12 |
| 1.00 | OD28201/2026-2027:Filling available excavated earth (excluding rock) in sides of tarring etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.(modification of 2.25 dar) | 86.16 | cum | 307.73 ₹26,514.02 | 260 ₹22,401.6 Lowest | 299.3 ₹25,787.69 |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
22 Jun 2026, 6:00 pmClosed
Assistant Execurtive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Road Renovation
2026_LSGD_855187_1
18/2026-27
Open Tender
Civil Works - Roads
Item Wise
240 days
KODOM BELOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
19 Aug 2026
12 Jun 2026
24 Jun 2026
12 Jun 2026
22 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD RETARRING inbetween ch 1/900 -4/700 | |||||
| 1.001 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 1 | sqm | - | - |
| 1.002 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.003 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.004 | OD28201/2026-2027:Filling available excavated earth (excluding rock) in sides of tarring etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.(modification of 2.25 dar) | 1 | cum | - | - |
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